Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000252 DEA: 042Y5504 EFIS: 0423000127
QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-101-40.2/48.6
Work Description: COLD PLANE AC PAVEMENT, PLACE HMA (TYPE A), AND REPLACE PCC SLABS.
Location Description: SANTA CLARA COUNTY IN SAN JOSE AND MOUNTAIN VIEW FROM GUADALUPE RIVER BRIDGE TO NORTH SHORELINE BOULEVARD OVERCROSSING
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Nguyen Hung Structure Rep.: Unknown
DIME Sample ID: 2025-06-09-133
TL Number from the TL Form: SJ-060925-1
Sample Submitted By Organization: CT D04 - Hayward DME / District Laboratory
Sample Organization Contact: (510) 507-3456
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2025
The quantity of what the sample constitutes: 1 Bags RAP
A brief description of the sample: 3/4" HMA-A + 25% RAP WMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D04-SE-25-044
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Sunol Plant
DIME Test ID: 2025-06-09-133-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: BSK Associates
Organization Address: 399 Lindbergh Avenue,
Organization City: Livermore
Organization State: CA
Organization Zipcode: 94551
Organization Email: cmelo@bskassociates.com
Organization Phone: (925) 765-9483
Data has not been verified.
